Research Article
The Effect of Crack Width on Chloride-Induced Corrosion of Steel in Concrete
Figure 11
Time-development of the open circuit corrosion potential.
| (a) 0.6% concentration of Cl− |
| (b) 1.2% concentration of Cl− |
| (c) 2.1% concentration of Cl− |
| (d) 3.0% concentration of Cl− |
| (e) 6.0% concentration of Cl− |